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D�C'A/,UAE TYP, C9 /,/,4TER rJ,5TE,e S.S. -5EwE,e LIVE T�'L'/C'AL SECT/O.C/ LOT ,(/UMBER S T�C'EE T 1-141-IT!_OCAT/D,V Ot/ 51 reT ZE ,rC-41 T! O L/ 140-00) PROP. PAl/T EGEI/ Tib E E /-OCAT/Ox% EAS/5T. CO,UTOU,e © LOT it/UMBE2 PL 14TTED Lo r L Itl,5 i - 2B -B5 EwE,eA� cEE5/iYIPGE• Lor L/,(iE /0-25-84 GE'N�',E'AG DATE REVISIONS J x W iI JI W 3 x W ` I PARK LS6EAJD PRoP. PAIS ,T- _�`_ PRDP. cO,UroU,e zvl5T. ycwvr Rleoo TEE,C,ATE 1/4GUE PROP. D�C'A/,UAE TYP, C9 /,/,4TER rJ,5TE,e S.S. -5EwE,e LIVE T�'L'/C'AL SECT/O.C/ LOT ,(/UMBER S T�C'EE T 1-141-IT!_OCAT/D,V Ot/ 51 reT ZE ,rC-41 T! O L/ 140-00) PROP. PAl/T EGEI/ Tib E E /-OCAT/Ox% EAS/5T. 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S. IAJV• 2 O W, //(/v 28. e76 G'L A Y 3h• 810 EX/ST. 8" CG A Y /SA�c./. ) r/ r 34 93 B U/L O / it/G MA A -//-/CSL E TDP EL . 34.22 j 7 uA,11 TSJ E-4. 314 7.20 33' 3' SETA. 2.3 f 86 L T. 20' o - _ @ O 20 /- - 4 ' —co,VG. CU�ea�: %•'• TYPE 'C ' D. S, I. W/ TY,�E ' W ' 30 STA. 22,L22 T = 3 .7 Wl5P/LL kVA'/ 6://0wiY L L S T4. -Z� / -- -- ---_ 70,107- DPE[. 70 � EL ..33. 9 7 30. 78 \ ylr7 TCS EX /.S T EL E ,5 Q d (SEE DETAiG �i(/ /it/l/, 30. 72 �m v U) I - o 5 471 It o srA. z3748� 32 �3g� ��uj _ /50 ,352 � �-3"C'/Yl , TOG ADJUST /.C/ F/EL D 3 `� `� @ O.011e / C / S. Z E. IkJV S ,�D. 32 , TOP DF C.�/ECK S ;,� 24 5 �', P" �1 ST,4. 20450 LT Old W. IAjv, 30. 42 LOAM EG. = 35.40 `) �{. S? C,�. DAM (SEE DETA/G) -•- SLO!✓OFf 3 0 n /�'JOD/c/�'p EXisT. W Y �- ____.._�._ .. __l-AR_lELL _�.. d .__. 3 • iv W O J O.20/a �o• 01 � � 8co ,2T. 00' e 3/4•�wArER METER �_. -5'7-4. 2/� 7S IeT. ��.TOP EL. 33.87 W TY�� /lV' W. bk/c% 30-34, 5ERV/CE (rYP/GAL) Cl1ECe DAA'I �. /k./ V. -3O. 3 'SE E DE r4/L sH Tr. A108 i �v v . 30, 40 lJ.(../DE 2 1:),e4 //�/ CtiE'GK oAM E� - roc M s P - " �.. --� v, c co .- 74/0WV o L /NV. 9.Gfo ►I E3C/S 7- .�s PROJECT NUMB is — V PLAN S PROFILE 81-1 -�o,lo-- CHECK DAMS ,s 2E TEit/T/OAA POit/D T. P. C . ' �' ' �_ `"PAfFU< SIDPLACE T OnLA DO, FLORIDA CITY OF SA( FORD DESIGNED BY' DRAWN BY: CHECKED BY: APPROVED BY: �+r}� �1 /� DATE REVISIONS REVISED BY CHECKED BY SEMINOLE COUNTY., DAM c., A F VFHT. FLORIDA SHEET NO. 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S. IAJV• 2 O W, //(/v 28. e76 G'L A Y 3h• 810 EX/ST. 8" CG A Y /SA�c./. ) r/ r 34 93 B U/L O / it/G MA A -//-/CSL E TDP EL . 34.22 j 7 uA,11 TSJ E-4. 314 7.20 33' 3' SETA. 2.3 f 86 L T. 20' o - _ @ O 20 /- - 4 ' —co,VG. CU�ea�: %•'• TYPE 'C ' D. S, I. W/ TY,�E ' W ' 30 STA. 22,L22 T = 3 .7 Wl5P/LL kVA'/ 6://0wiY L L S T4. -Z� / -- -- ---_ 70,107- DPE[. 70 � EL ..33. 9 7 30. 78 \ ylr7 TCS EX /.S T EL E ,5 Q d (SEE DETAiG �i(/ /it/l/, 30. 72 �m v U) I - o 5 471 It o srA. z3748� 32 �3g� ��uj _ /50 ,352 � �-3"C'/Yl , TOG ADJUST /.C/ F/EL D 3 `� `� @ O.011e / C / S. Z E. IkJV S ,�D. 32 , TOP DF C.�/ECK S ;,� 24 5 �', P" �1 ST,4. 20450 LT Old W. IAjv, 30. 42 LOAM EG. = 35.40 `) �{. S? C,�. DAM (SEE DETA/G) -•- SLO!✓OFf 3 0 n /�'JOD/c/�'p EXisT. W Y �- ____.._�._ .. __l-AR_lELL _�.. d .__. 3 • iv W O J O.20/a �o• 01 � � 8co ,2T. 00' e 3/4•�wArER METER �_. -5'7-4. 2/� 7S IeT. ��.TOP EL. 33.87 W TY�� /lV' W. bk/c% 30-34, 5ERV/CE (rYP/GAL) Cl1ECe DAA'I �. /k./ V. -3O. 3 'SE E DE r4/L sH Tr. A108 i �v v . 30, 40 lJ.(../DE 2 1:),e4 //�/ CtiE'GK oAM E� - roc M s P - " �.. --� v, c co .- 74/0WV o L /NV. 9.Gfo ►I E3C/S 7- .�s PROJECT NUMB is — V PLAN S PROFILE 81-1 -�o,lo-- CHECK DAMS ,s 2E TEit/T/OAA POit/D T. P. C . ' �' ' �_ `"PAfFU< SIDPLACE T OnLA DO, FLORIDA CITY OF SA( FORD DESIGNED BY' DRAWN BY: CHECKED BY: APPROVED BY: �+r}� �1 /� DATE REVISIONS REVISED BY CHECKED BY SEMINOLE COUNTY., DAM c., A F VFHT. FLORIDA SHEET NO. "" OF i 1 m 0,PEN cur R6-plqlR 70 C17-11-11 of 5A,lV,,c_0/;FD 6H0PV/V 7hVIS SI/EE 77 0 M. 901-E 7'OP EL. 35, 00 W. E. IAJV,-5 _-7/ oa 1*55 D's, SEE 5A,1T X10. ,5" \JCjNA7 rcIv z IVE 5 747 /.57t 8 % ................ ....... 92'1 b 0`32 0 0 0 7" _j ui 7=4 .STS 0 __0000 _!F/ -4 7,5 Z7. �RT, QC'�EC,C' O.q� _ Q 2eP5 1 - to a p k1 c ro 77E E v 20 tali - m TQ. 14 -/',90 . AA,R,-WE-LL e?t,25. KEEP TO A'MINIMUM IF POSSIBLE NOT TO s7-4. 15 7 EXCEED PIPE DIAMETER PLUS 2 FEET 1.0' 1.5' Z D UJ ui :3Z> CONTINUOUS 6" LAYER EXIST BASE COURSE OF LIMEROUK EXIST COMP SUB -BASE iii UNDISTURBED GROUND (T P) Y MIN. I" ASPHALT BACK ILL 6 11 LIMEROCK- 100% COMPACT- ION ALL DISTURBED AREAS TO BE 95% COMPACTION 6 CONC. SLAB UNDERGROUND UTILITIES + NOTE: :ALL EDGES SHALL BE SAW - CUT AND SQUARED. T" U'l E C71\1 0 V 11 L p E cl-) E Or N Q cl) u 17 r lz G F 11 G C, U R S - P L f � M N E7 rl S - 5 U 13 If V 0 P� S OR LAE l DO FLOCIDA PCT NIJIM DATE: . . .... 41 (76X/6R/2L PA R K ID,E: LA'CE s OF*�SAK cl WORD' SE-tillINOLE COUNTY, FLORIDA7 2,7 -'ya- 3V 0 M. 901-E 7'OP EL. 35, 00 W. E. IAJV,-5 _-7/ oa 1*55 D's, SEE 5A,1T X10. ,5" \JCjNA7 rcIv z IVE 5 747 /.57t 8 % ................ ....... 92'1 b 0`32 0 0 0 7" _j ui 7=4 .STS 0 __0000 _!F/ -4 7,5 Z7. �RT, QC'�EC,C' O.q� _ Q 2eP5 1 - to a p k1 c ro 77E E v 20 tali - m TQ. 14 -/',90 . AA,R,-WE-LL e?t,25. KEEP TO A'MINIMUM IF POSSIBLE NOT TO s7-4. 15 7 EXCEED PIPE DIAMETER PLUS 2 FEET 1.0' 1.5' Z D UJ ui :3Z> CONTINUOUS 6" LAYER EXIST BASE COURSE OF LIMEROUK EXIST COMP SUB -BASE iii UNDISTURBED GROUND (T P) Y MIN. I" ASPHALT BACK ILL 6 11 LIMEROCK- 100% COMPACT- ION ALL DISTURBED AREAS TO BE 95% COMPACTION 6 CONC. SLAB UNDERGROUND UTILITIES + NOTE: :ALL EDGES SHALL BE SAW - CUT AND SQUARED. T" U'l E C71\1 0 V 11 L p E cl-) E Or N Q cl) u 17 r lz G F 11 G C, U R S - P L f � M N E7 rl S - 5 U 13 If V 0 P� S OR LAE l DO FLOCIDA PCT NIJIM DATE: . . .... 1-110-85 (76X/6R/2L PA R K ID,E: LA'CE s OF*�SAK cl WORD' SE-tillINOLE COUNTY, FLORIDA7 2,7 -'ya- e 77, _57/V4Z-E L/_.Z2. A:�. P. cc A L I VFRT. 10-25-614 pep".. we r DESIGNED BY: D 11 AVI 1, BY: CHECKED BY: APPROVED BY: DATE REVISIONS REVISED BY CHECKED BY - — - - _T - - - - - - _ . AF 31963A ALUM. ARM b' b' (2 AWG) . ��3 a , VARIES ., b �. �9 L/i I'• ► Y r TyQe C s�-1 u Type 2'-O' � . 0 (see note , ) . i '. " I ,; ,:.. rYP1 O ^1••r-- . TYPO l0 3'•1' .,. ■,' ,; • .. • TYPO E 1'-6 - F- Type � E .Y•D' TYIa/CSL .-7wwz E , N . ` • i err %\ *% ii NNN �1 3, I, -a- >" 0/1 •� r m• e- , I' 1 / - - PLAN ]-16 . - . 11 �'�•'Is . . TOP ANO FLOOR 2-0 TABLE - ' ,' :; E Tm Rae RISER TYPE ) t 0 Coca C~ . • 16 I . • . i- . It Tm A V a Mill tit Are..a rolot « N•ra-T a 0 _ - T L B 6_ o. D �1 TYPE B .NO" _ Or 6M IM/°a Olh.rrlee : E " TYPE A BMW" I I ,LA •• • _O Unlaaa Dll: a, ae - 2'-4- UNLESS OTHERWISE SHOWN ALT, A ALT. B TH ICI:E Ovtlt It>D SLK REIN:ORCIW 4 _ _ TOP i FLOfaI -C 1114/40. •SG%© .n 1 Oate- T- .morn On Plane o SMrn Oa Plant . I IN PLANS. I 7I I.D. Kl%WID NIH. MAX. SLA.S - .. ., - - T - i 7'-6• 7'-6• a' 2' 29• e6 • 6• CTRS. B.N. =f<° _ _ !'� •.y _ r� I - 4- s•-D• e• r zs' a6 • 6 cres. e.u. i rb>_- Ew• A•' I !'- /�t•+r 4 �/'/ �G.. O - , a t( nom,. . � � . ,-ill1- fig. p" . ' ' _ . " No H: Slructun 8o11am.T Po J All. B only: Sao Indra NO . •A 5'-0• I0• 2' 27' s/ 06• CTRS. B.M. I '�''%� t- <o E�gr •r r.° w■�..r�..N•r. Y Y zoo. . 2B•BUS SE--LL- I' o•�." .. - Ra A oart •I}- .: .. .E--e I $.-e _ ♦ . _. SECTION . - -r ^ •-- tR an, R y • , ST UCTURE , BOTT m TYPE J FOR, INLETS TYPES C, O 8 E 6' 6'-0• 8• 2' 20' K • 6• CPRS. O.W. � �S S�nS 12'- :ST ^i„on •. � I .,, : ,. - ,, - J ''.., ',,.. -,- - 1 as ea H a.T, .e •.• TYPE C . qq f os o �am> O->eAc> Y E D s: '1 p4 HOOPS 6 6 L. +0 2 2] 7 6 CTRS. 6.4. �a p Z . p • - � - � � �bECTION .. O' . T or B' e'-0• IO• 2' it' R7 , 6• LTRs. 6,W. i - c fi:' • 4 Recommend, Bloxlfun Plpi Sia ,CJOTE CC7M,cwc7 TO %5 /o /L1WA loel-145'/ : - FILLET EACH ' I uo_s �'^'�--'-� .wum�a -•�-- -ter• �.. �."_TYPE D :. GENERAL NOTES rn . CDaNER. z' I RL�MO MO PLAN !'-Cr Wa( ib' PIPS „ 9 a •1 .■t /} ♦ �/•� /4 / T A A d� S - 1' wall . 24' Pipe% ptyt P L A N I o a i - - , � - �1tJ7_'•l A.I L,N -seO P,eOCI D� ,0 -5%"-� •'r /y /�%�/�` T /' � Rerommeldetl Mla4mim 1`10 Sill :�� L TAsaa infefs °n suitable fabicycle Ondpodeefrlon areas ondore to be usrd tedllch°s. 1 rtORKIN FILLET 6'Ceneme g - ` ° r/ , medrons and orheroreoe svblect tointrequ°nf fraffic loodinps but are not lobe placed - - ' 2I- I 6' cow ALL AROLWO }"' e, 2 emn FILLET €_ •• • , I , - .. $'. 1' Wori •.44-.PipO In a,&- sub/ecl le any Aeavy wAen load$ a r r 1 B• eRlt[ - S .. i fib R6 ' as % • $:1' Wo . t+1I' Pipe - 7V Z2 co. T w,E-C. 7Y�/CAG e4GL F7L - t . IS ii 4t -I- - 1- .x 1 { e ALL A 30 CONCRETE POLE 4t J .G 2. brats. lUCt'eCl.ff minim4l debris or ,y hf 2 E 1 1 n.le 12 CTrtS 'I $ S 6 C••w•x . , ', - . , ... 1 oto,10110 DO c° IruCNd rPlhwl _ q Veto"" _ • BOTH WAYS b - - p :. . , dale. Whore' debris Is o' Oblem ;Iniols must' be . onstrucl d RI MOON 12•C'TRS. !'6 ].e ;, .- .. �S`. U.) - .,' i' - C 1 reg for .:tett.. ho Yrowrible E /dl .rel ¢ .. / J : , O o: 'a N■af+lfl.rw•a Reelre» rr mars lTYAI O . r, Fa Rhan lTYpl C : _IN A012•CTPS 7'-n"or 4,.O:, 'e _ °. -i- w , ,7r '. ...•. � ;.. /7 :' ,.. .. ,.. s I O most be used there /ttNbed ' _ _ . v LG CJUE CrC� ©,Qa->� .4,eE ro B©.00�o cu - t7la Far that • 12 CTP _ � $ - 2 a . • r. , ', for Safety. Ths IrovsrsnDlsY fol modification !$. not ode IaDfe to mNf ., : r.rt o * e. • 1!' CTRS. VERT. # BOTH WAYS. .. • ¢ o : DIA. n C S. . - 6, i e n e I > ,- �. , • _ d' ,. 'rYOe. X. Slott may De constructed red rot utMr a polo -eaM as shorn on plant. . 3 a I I ' ¢ �o a+ flooN • 12- ' m ` ' : a N `- S. - n �� - =, r-°,' • « . � ; • • . 3,- £:chef Coal iron or affil. prairie 'ma 'be uNd on lnliiit without amts . •iF NOON CTRS, I I ` tS y 11 I * a - - i . . Si S '-0' IxESS DOi7+L * u" ]' E ° - - I ` : •. -OTIC on inters with 'Pon-Irovrraabfe slots. SreN prattle .ere nwlred m 1 - NE ,• 6'-0•, 7' er 6' OtA 0' Brlae Dr C°.ra.. _ 1- -- B• a• - - He6tfaeinp Shell I. ° = p�I' OSNIY CNa - u �._ •i - _ -' MNIs 'rfln IrOversoDle "slats anal prt InNh rMn Dicycie bo/flc henrtcipand .• - fii;i i s• IN it ppil- �- %entrau yy Y-� [ F-°>> B° In C°ntn I/3 - CAI wbF. ! -I _ - �10t -:wAen All* 0 G pralele ep°elfled In Ihe. tons, either Me $feel Taff hot di ed. Lt� . T: a E A S' E Of Car.^-ere Wol l - ¢ m m_ i _° u ass - m '8 i . ` ° o Aen .104. as reedlnd In _ s . 2 eao..e6 0 it ' CI.� a . as - 4- fi _ OS F I p .� u - r• �' Type 0 Inlet M be °sed 6* °Ir°sited offer lobricallon, Or fAr cost pp Y t1'. It Y p YO tons, prole may De vud, vnbn (Ari Plam �nwn rrfr.ip..ore The rticvler ! e .: $ e O.�i ae- BelA,e.O In L•.f•r 0/ M.O12'CM. In PI-w.6 M- - a �'r2 _ e1N SIM at MIa1: Cast h» c •� Marl S ' $ r. 7 _- 1 r'-.' . s. i• R • WaKIS. wall ,I - }� .. F Pr.- o - ° A 1, ._ I, titter nee permlme. : . r ,� I I - g . '- •� •.. < m.. � � .. .. ::- ....-.-., - r ' '. ' ,. .. ,` I . �R.Eommer+ded moRimum...'pipa` atlas MnWn .ere or h r�r f ° 1 �A-•n.E , %,-- Ss - e . '�. r-S 1 - .(,. -: ..:. . I DP C r a pipe, `-'• a S n 2a _ =n. • ° v CTRS. - _ _ . ,, .. :.Pipe'tiles 'larger'. than fhose'rocommended mud be checked for( it,'. ' .3 ��a MMe Cin. cit u,_ n I. _ R+e . '.. . IL. „ '..; " , .',. r:. f r TrS•=� Marla. Oco. a.. BOTH WYS - • I - a bcLE > e 4• TRS -T- S. All ri, o,ed' ern n an r l., a. ii�l; =-i - I r I O!! e a B a +• C .BOTH IYAIY7 I ! e a 1' D Tt, t, I H o Lou A � W o Y _ � ;..la��A el datA , . t� P C e d 0dpef pl cont I a oil 10 be CAombiOd � , N- F 6. �P°vemaM rd.. De tired on InMN without. note and lately with iron- ALTERNATE A ALTERNATE B VARIES, AS REQUIRED .`�_ A Nararlabis Slot$ only when called far In Me plans; but nwtred * �- - , -� * Q ` BY STREET DEPT. - - f J . on 4iI trdwrsabh Biot Inlets. Coal to . inNudOe In eonfroef uMf' B» at« TMM TYPE P _ ALTERNATE ( !y ALTERNATE A B 11 t , I W "It•-1,W,- �� price For lnten.Ouentdies.shown are for hformation.only. . TYPE J FOR INLETS, MANHOLES AND JUNCTION BOXES ¢ I'��''n + T. seadlnq fo ell i+$ed en'orI brlO r.'nol roeoied In Dove areas and • "` / I-'Jioid-for uider contract unit Price fol: Soddlnp. SY,'' NALF.:SECTION;,C, L . IRON GRATES '� Mehl• ASPHALT t P ,' ' , "L' ...,. ,. - I -III '` r m f N J NCTION BOXES ra $Wavle mar details Ends, No: 201 FOR INLETS, MANHOLES A D U GENERAL NOTEs TYPE C Y PAVEMENT L WALLS OF CIRdAAR STm1CTUARE" (ALTEMAYE A 1 MAY K CONSTRUCTED OF CLN,Kn OR :' :, '' .� _ HICK BUT RECTANGULAR T. RES i ALTERNATE B 1 SHALL BE CONSTWUCTEO OF �''. y: I -] - D . B EC NrrULAR 5 X:TU " CONCRETE ONLY. THE RvICRETE MAY BE SJLST-ill•pLAC( OR PRECAST. - ... .•.•• Appros: W.IpM 235 tM. , ' _ 2. WALL REINFORCEMENT AND THICKNESS ARE PON EITHER CAST-M-PLACE OR PRECAST CONCRETE B. ALL STEEL BARS S1M11 We,! I#•MINIMUM COVER 11MLES! - � ,. • � � _ � _ ' .. • UNITS EXCEPT THAT THE MANUFAC77A+ER MAY FURNISH PRECAST dacwui UNITS IN OTHALL STEEL SH S S &L HAVE IJ STEEL IN RECTANG - . � � � � l - . . ACCOAGANCE WITH ASTM SPE CIFICATON C-478 UP TO ea'IN DIA.014 PRECAST CIRCULAA`UITS IAAR • - , AS.T W SPECIFICATION C-76. TARE 111, F011 B WALL CONCRETE PIPE- TOP AND FLOOR SW STRUCTURES SHALL BE LAPPED A MINIMUM OF 24 BAR • ', \\ / / \\ / \ \ 1L. r. - I1. THICKNESS AND RENFORCEMENT ARE FOR ALL TYPES OF CONSTRUCTION. DIAMETERS AT CORNERS. - rl I \ _ r/r P' rh'\\'� 7}> ' . • ,. ., . - • .. . _ _,-,_- S. ELLIPTICAL STEEL, ASTM SPECIFICATION C•7B,TAt7lE III, B WALL•IS /ICgf1ED TO USE A I. , l ) CIRCULAR AA STEEL ARE A TWT OF THE EWPTICAL CAGE ANO PLACED 1 " . ' 1•- e CAGE OF ! E L E EQUAL TO 7H N 1 -] 1{ . . :--L- - :, [ CORNER F LLETa SNOR7a ARE N[CE53A/TT f011 �. � '. � .' - --. . 'n: I:' U THE RODUR O IN AC O RO THE WALL TNS C- 76. G71p1 IS i011 PRECAST CmNLM„. �,;/ - .:. RECTANGULAR STRUC - ' ' TARES AOIO WITH NlSKE Ln I LIMEROCK v' UMTS PROQUCEO IN ACCOIIOANC! WITH AaTY C• 76. , ; :', : :, , . , ,., 1; r— -� r 1 RISERS AND INLET THROATS AND USED ON SKEW „TTN -. � � _ . -. � � '. RECTANDULAR RISERS, INLETS AND INLET THROAT , ' ' .' ; ,. �..y,,.`-.. - - _ .. .. �. .,' . . . I . 3. T 1 ,. �- • FILLETS WILL BE REQUIRED IN THE LOWER END OF THE - - IItI Steel a Cost Iron • . A B RISER HE ' ' , LT. R S R W N WITH T . • � • ^,s ". ... .. . . �� - - Hull 51«ws 4. TOP ANO FLOOR SLAB! FOR TYPE J UNITS SHALL BE OF CLASS I I CONCRETE- CONCRETE USED NE ALT. A BOX. ' I - _ L _ " O_,p ,,d C . - :. L .. _ .e C , O .. AS SPECIFIED IN ASTM C-478 MAY BE USED FOR PRECAST UNITS. !J`, 1�_BASE '. : - " . - '. 10. INLET D ROOTS. RISERS OR Y mum TOPS X NO, BE i ,a fOr St'geowe T SN Pldnf Jdm FYrmnW _ S. STmJCTixr[ BOTTOMS TrPE4 J AND P MAY ff USED IN CONJUNCTION WITH CURB INLET IOtS 6 1,1 - ..... n - SECURED TO STteACNRE3 Ag SHOWN ON INQF)( NO, 201. a ^ 1 " . _ _ yM Wiflin $IMn - 1 COmI/1YDUS Weld SHOW 1.2,3,..5,6.5. WD 10. ANO AMY MAMNOI,E OR JUNCTION 710N BD% UNLESS OTHERWISE ' - n ♦ - . ' q '. all .1 1- (Water Tpht) 341DWN IN THE PL Alla OR OTHER 37AFN71,Iq ORAwINe3. STMICTURE BOT7OY3 TYK J, ALTB .I1. STR11CTlplES Wt1'N DEPTHS OVlR 14'ARE TO BE CNECIIED eJ � - " - ( MAY RE USED IN CONJUNCTION THE CURB INLET TYPES 7 6 B. ANY DITCHWNG BOTTOM INLET FEAR FLOATATION BY D[9GIIEN OF PROJECT DRAINAGE. �M• ' �: 1V' - .._._Y -N"T.. -- UNIFce OTHERWISE SHOWN IN THE PLANS OR OTHER STANDARD RO ORAweNG3. L_LJ '- .. . L 11 ROADWAY SECTION1.I. ' - - - .. --„ 6. RECTANGULAR STRIKTURF.S MAY BE ROTATED AS 0•IEC7ED BY THE ENGINEER IN ORDER TO 12 LARGE R THAN SPFCIFIED STANDARD UMTS MAY BE r : .. , .. • ~ . SUBSTITUTEDAT THE CONTRACTORS OPE S WHEN THESE ' : : TYPE G tYPc, D '' , ---#rn'.--='C.— FACILITATE CONNECTIONS. BETWEEN THE STRUCTURE WALLS AND STORM aE1t'EB PIPES- I ' , �, , ,,,, _ ,. ,, ,,,, :. ,.,', '. ,- TYP tx4lrs wK.t Her CAUSE DR efcBeASE THE sEVERm OF tmurrl , r 1 • - : : .• '. . .. , T. EMBEDMENT NOOKS IN THE A CONFLICTS- SUCH LARGER UNITS •. - - I ' I Cradle $ TOP NO BOTTOM SLABS M.Ar SEE WITH STRAIGHT SHALL BE iVRNIS/rED AT NO '.: ,' .. ' I .. , 1 N M Ben 1 ].(e .. � � ' � � '- $(relgM Elsa 2 "K '!%e � . , :. -. � � ... � ,; _ ' • • . hcufne Bort 1,4 a,a . WIIaKn• Mrs a p.. 'EMBEOMENTg IN ALCpRDANC[ WRN TIE REINFORCEMENT DETML SfaO'WN UNDER 01RIDNAL. .ADDITIONAL COST TO TH! OE/ART1tEfrT, LARGER ALTERNATE � - � - � � - - " - ., . ,. . .. 'end. I s ,. ' � CpISTRUCTON Jt7NT3T, IFIOEx NQ. 201, SJIFET ! OF ]. A UNITS CANNOT RE KA[E ALTERNATE B UNITS WITHOUT I � ' ., �„ _ ,. b 7 JoM • , ' 1' Min. Clearance Bn,w.rl ObnraNlen " - y APPROVAL OF THE ENGINEER TM! NOTE APPLI FS TO THE i � \ �' BQlsdt t{ $ { {T IDR, ONLY, - - AtNHeR. WA1gM IBD Lbs.. . ;', i- And Flo L,lw Of QII,MI Ree , So _ Il FOR MANHOLE AND JUNCTION BO7t TOPS. FOR FRAM[! �p - . V APprea wal,ni too Lee. _. Nae,01 FIOw ChanMl la Not TO Be AND LOVER9,ANO,fOR aUITt[YENTAR'/ DETAILS SEE - - v - - r'--•v":-'r :r �.':' Caatrueted When Obstruction Ie Betas-W----r--__•—_.rte,. _ . . i • . , - `.l. _ • GOI.n 0/ Outlet Pit.. (NDEx N0. 20I. - n I I F . . TYPE I TYPE 13 -.Tae, . NOTE: NOTE - r h - , L No joints' allowed Inside TYpoI nruoture. 1. Only vete, malls will be allowed to pass th oug ' . ' 2. only Coat ,ran a Steel .A,er mains will be tnla..0 a Type U structure STREET LIGHT STANDARD , . to pow directly through atr lliik. _ _ SCALE: N.Z S. .. . 3. IOrey Cost iron sorwo,y sewar will be allowed to - I _ _ _ - paw directly throw" structure. '`- DESIGNETIS NOTE''Sw,IW' conflict mardloMs shall flat be used unless the system � . . I _ _ _ - is hydraulically dniq,W to take m account the heodloss - _ _ . - "wall" I1 ill sHrnp n Completely docked. "Sumped"Conflict � I � ' . manhol" fust be lorg.r than those normally provided. - I - - _ - -_ t -mal - - w/�-� _ _/__ _ . / 1' !if `r Y1f / fC {( -�� ,C"- r _ ::. jeednro ro base who mit - . UTILITY PIPES THRU STORM SEWER STRUCTURES Bon tall rd'f-m"L imsa , _ I O' 'ES'. •. Oen be.. rh.n was - - i '' i_ i ' °.ilernion M May man tt", t--f;1 I. Street light spacing shat 1 not exceed e. e_ r _ CAM: 1 B°; EONbse C.1 YMt — 300' and shall be .located according a E•R•e•+• mm.e NOTE! E.halose m., a ' - I !. _ soil pond Ion c w •DUN A[ - R EOM bac menrl0l . , - to acceptable engineering practi cos Is a,ernH.eassted ,w } 1 , f- ToN,1a0s lash 41 2 C W M 1-•� �_ =1 , "°" 2. Pole l o c a t i o n and arm , Te n g t h are t o b e RA BASE FOR THE PROTECTION OF CULVERTS WITH LESS THAN MINIMUM OVERS EXT C . . �� I'lls _ faceSaki coordinated with pavement cross=section. . . • ~, / "' 3.: Dimensions shown are minimums. �- . ., o `-I TOP VIEW t \� _I I r. TOP VIEW �_ . . Ml w/2T . Y u1MA" JOINT I 1' MONOLITHIC SLAB I / I m TOP VIEW 2'Raisd o. Oaoressed SURFACE / P xUT A9rfALTIc 10~""`°"°n 11th' STREET LIGHT SPECIFICATIONS 11(FlACEM01T ; z1 REPI.ACEAENTI 1 ON[ AVINACC 4 ; - w; i ft I - CONC P.v(MENT__i-,...-.,.ww._ -i, �.r,A . TOP VIEW I �I i-D• 'eil1 2• I ;1 *-; FDOT CITY OF SANF.ORD '�- . •l • I .. - *ASE MAIL NIAL.• .W - . 1 I _r - ERIST (NT •.. it "Ln (fL ACEYEtcT t' OR ALTERNATE all O I MvE Y(Nr )MIN 1 MBI. "+C ••Cr' Wtrio 'j it,I t31 Y(7NOp CONSISTP4 Iwl. P.n[ aA•■a •t+ • 2 :r, I - - CII AN fMHNITHICx w /'//� .. "� _ I.- _1 il_ �,2_ 212# I 2COo PSI wKIst.E ,N. Jr TRENCH MALL--•+ } 1 L IH;H+HIUTILITY P,of SLOE 0 SAME wIpT1. a ,V /C• j'��I •t- ;-•„ RE INIONCEO w1/H 0■f-BTB wwF ` SECTION WALL SEcri,N SECTION WALL SEcr�oN SECTION „�� ,°huub:;°:w., All lumenaires $hall be high pressure sodium vapor, FORYLAMOcimtoo. { ,, �/r4"'E' CONCRE E SURFACE L A'lHALTIC COWR(TE SUl"ACC '. I. T.:.;i 3..,P TYPE I TYPE Z TYPE ffr BorroM VIEW closed•�bottoom, photo electric controlled, ballast in1. For Men halls Fw Curb Inters Types 1, 2, 3, H < For Curb /Herr Types T 8 8 _ head 12 0 A 1 R - - " �• '• �•�►' USO, 120V, 70W/5800 or 100W/9500 lumens . STANDARD D ROADWAY OPEN CUT DETAIL CAST IRON FRA MES I'-Ili, _ j OF . - Reinharcirro BanA 6' CO." Doth ways Except Midwife Ban _F �_1 I � `s 1 ` . F ` } - , t a , �T0 2-NSD ebn 2-Na 8 Den I Srlo.m (d 7-GnNn. All bars wren ACI 9Laneae Xmea caned T I 3- - `. , b •' �. ' 0 Q ... . Am/o,. 43•, Or EmbedM In AlYerdewn with TM sloe - a 14t - . a p-,\ e. •„ • r b , a . ►. 2-Na D Der.' Rernta.�rMnl p»,all sna.n i,nd.r Optional �elran ,inn. I ,.1 �� I *• _.. All 1 u m e n a� r e s i n r e s i d e n t e a l .areas s h a t b e connected .. Shoot No 3 N 3, Eaeepl Don Around MenfxN Otlenlnp $hob t�-� _ `• 0 0 : ; Be Hacked. - SECTION � E- and supplied to provide 70W, 5800. lumen 'service. � 7 /-,'S"' :' • . iii I am STae TOP DianM/N _ _ - . All Ronfor'cee,.nr Na D Dan N. 4 3'-6.8 e' - . Except 6-Na 8 Darr SrewL ' has 6' - . COVER FOR ALL FRAMES - . ' - .. . - L . " - - . Don SIN,ced to 6- Casers 8:%R I Na 6 T - - _ 2 ` O „ Noon Edapt Middle Ben SMwr II ,L . . I 0 r Gnxrs. All Ban Non ACI - .. - . . . Srando•d HrloOI Cone$ AAPn1N. NOTES ( TOPS, FRAMES AND COVER): - - IS•, Or a b+dow k, Aae°renRar - " Lwth The Slob R•rnforc•I I . At$ $fee/ pan short no.e 1j" mrmmu, to.er tin-ass WEIGHT OF CASTING$ 1. ' - Derail shown (Jn1AN Dphoetal , otherwise shown and snob be ft-Oed when ind -fed. _ t, Cals/ruc•Gon ,ANnt$', Sneer : a Manton lop Typo 7 sloes Shall t± of Class CT Cr ,rate. if, Type r I26 Lbs. A c c e p t a b 1 e t,y p e s .are : /'•� /'� R I Na 3 e/ S, Eacep All Nn BBen ConCre to oa slaeeilied in ASTM C•478 !hey ori sp rot : J '� D • ■ -_. tJ ,,' U _ - And Na B Ban mound Asal,Oiwe ; precast units. Typed 134 Lbs. - _ V 111 B1::�J ::..Pf . I .., i Ops - #IQ Shoot Ba Have". AOT- G. E. C 7 2 8- N- 6 3 7 , REINFORCEMENT PLAN REINFORCEMENT PLAN fwreost consoucnon. Th. optional Aey a for wrmsl loo$ Type 17I . 98 Lbs. G • E . (r 2 8 - N - 6 4 NTS and In I,ft c1 dowels. Frame and nob o0emngf on to - %n - . - be om„raa when too is used ares a iunchc, box F/aures Corer ZIZ Lbs. _ or a p p r o v e d e q u a l I - , . ---- Col,cre/e d con be 00laf reg with from all la W CWnl3W OI,cA - .. ' -'T� S•Far 3'-6'B 4'Oa. _ _ ___) B-Br.r,. Sae LA--"—_ .w - O Manhole too TYM 8 may be of C°at•,n-o/oce of pncaal - �- 10' For 6'6 TOIo 1_,,� , , -1 Nen A J-a'^-•�\—"-'' concre a eonanuefron a brick con1p, Brion. Fa eoncnM " ' i, VI}"OOF_~ KF YQO� )n C-0 .crlon. tM edncr rife Are h,°°) ierNort°mem Snell ' - - . - �f /; Oononel Key i Ii I II\ I ii I 6I be Me fOm! ad Iof fae00rlrna ►all ami. An °-0.111. . , —1Y l0'Drat - Thineew Of - Y`IO.OroH TMC.Mf$Of � '�I sone may be us.a . l j'-8• A'•O. ES'-0'0r 7' O'Ona I Ir-/�SNvcwn ,wlr I 3'-6-, 1•-O. 6•.O.Or 7'-O.O,e I I /Srruclurd wolf j•.6.Or i D.c �-IQ- S A`~./. tope shall be reewee to .11-tu1n arc_: ,_1 Lamps I I . r --, f �` L-•- construction joints oa alwwn an Sndsl 3 °13 (• - 1 - - . SECTION SECTION SECTIC Y 6 All COnen to be rock nateMi0 N homes or rluro-Poutrs a H P J V code G . E . L U 0 . L I - . TYPE 7-T (TRAFFICI(H 20) TYPE. 7-NT (NON-TRAFFIC:) TYPE e grourro or third pomrs won rpp,y / Tarot ewwn t biancee G . E L U 10 0 our muss .Pally 1. - /,/,r .c- . .7 TIM 212 Ip. corer is tM f-Plaeement far all tNerleut 14.Oe.P - - - ` � �l e -•r '" I . BOXES MA NHO' ES ham.. r traffic , pe I" The 185 eorwr ,A fM OAPICCO-S rt . MANHOLES OR JUNCTION . - M awl pr.novs }..deep frames (no.-"ffrC IYpel. Photo E 1 e c t r i C C e 1 1 s -I. .. .. .. STRUCTURE TOPS Fes er- ierce #6662 �---- I • � - Amer-Elea. #8060 ,.D.. - - iof C} 1 b F b s a c' _ •. e a I � . � I I I . I . . I .. / - . ., , . _-�_� b I I 4 6 a D a" l ti 5t.et Te 2od-- I - I ss ta' Z - ' �' I ., b �'.� N � , 0 ,: 7' a c7 '• T' } D 4 f "t SWALE 1 I.I 1 I Poles _ _ l9t.�• 1. .\3 ,•] 1T SECTION N N 30 concrete, SU 14r, o ,7 / t ,tr s 11 e r �� r\ / .. , . . . \ .- A, M o 6e .i A L7, - ' . .ii.A:w F20NT ELEVATION t.eng+h of Culvert I I �•rO . .•:, .-- ff11Qe 1C*/LL W/ 6 Arms 6i/ r . �.• f: 6' a l u m i n u m �-- �-�— —� . � GGEA,c/ SAGO ?,q n, _� 7- Southern Lighting Mgf. Co.2AWC-6 - i-- ' _2 or an approved equal C0rt_/C. CU•E'B � --- " VALLEY di CONCQETE ENOWALL ' __ '-- GUri'iER . NTS. dL: ADS, /YRAvED � WITH 45° WINGS - S+eel Tu, od f02 PIPE CULVERTS W/ rV,OAOR F4B,e1C . `j� PLAN MIR 4,007 pp,4P�,P0- •M ..i6-1 �,1 . (QED E4!/AL- �6 � . TABLE OF DIMENSIONS AND ESTIMATED QUANTITIES PIPE CULVE2T ENDWALL5 WITH 45' WINGS . DIMFt4,510N5 CAJANT:Tlr3 IN ONE ENDWALL Orxnln Woll o.11 C.,crete Ci._ 2 I - Area TRta: Cu. `,'d0 T.q, 2 1 - . - p 5Z P4 H 6 L 1`", F Com Pip. C i't P,P. G I P�Pxi Tle 2oeA . 16" 1 6 2'-G• 3'10" 1••2• 1'•7- 1'-3' 0.73 0 79 0 79 none - - L - . . -_ " _7 "j7. _ _ - _�. _�.-_ .-_- _ _ _ 24" J.1 ,j O- d- t•3' 2'-(' A- t 03 l OD. : OD Z-a:a"'4x2'-O" 50 -a.9 J'-G- d'10' 19 2' S" •'-C 3d 1 d2 t I 7 %/A"4I?'•0" PROJECT NUM ER: TYPICAL INSTALLATION WITH __.� - _` _ — + -------- - - - ---- __.__ _-......-_. PAVING � DRAINAGE DETAILS 3t:' 7,1 d'�O S'-1" 2-0• 2'-II' i-d" 1 B5 ba r?•A '+KD'-o'" 1. d2" 3.6 11 I;- S'-iJ.. 2..3•• j•.G- -.0. ,.3s 2.19 2a/a•♦s3''0' - 0„� L3" �� a 5', 0. 6. d... 2•.6 G•o' = O r-S ? 32 Sia •d a3'•O' _ _ ._In, ■ SWALE D-.r.1- - - - - — �_ __....__ —_. , - - i 9 _ 2'-3' , g•.7•• _C" '- 3• 3' r 61 1 dere ,. V �V' �� C,ea . .:. DATE: �---•-.__.._�..". -- _ _ /�/ j�`� j� �"+► /o - hep& 4 -"--_ _-- _� -I TPc. M. s, r? �I"GII��E6�S - F�L/�R��RS - �UR�►��'ORS lG-'l6`` �LIL.:.. lo::�.f/'L.�; S HORz. raa+a �J p f� /� / /� /f T� Ch,-near call a. :sed edyea J;A' -GCJ -V,j L. .�7/ECr /C._. �r•-•r.-. I... ... _____�- ---------.- UND ER DRAIN DETAIL C,nCr r good dao,°n .necr pep°° v11"ery9bad 12- ILf - A7 4DDEO 6 E,�., E,e A L 174 e w C. �: O R L A b D O, F �. o R i oa G V�hare ha '4 na4 -pi cone,t,ore are -_— _.--.-._._..._.. �.__� M . rear a -s r-gmred •••e Mat of A— .hole �• per Gia-aG - - — - -- .. ._ --- ----- - --_... _ ___..�.._--. _....,._ ...-- ,.:. l/'�_ }}��•' �•��•k" A V E R T E• :ntluded ,a+he Uvtf p^:c. bid =or Coecrele. J - V I T� :.'. O A 1 O! ♦ E .,Tar aodd,ng around .1dwa)ID xa was 11a" zdl. /0-25 -B4 ADDED Sr, EET L1414T5 5PEC5.. T• P.G. " W, G. F. I DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SEMINO�E OU't �/ FLORIDADATE REVISIONS REVISED BY CHECKED BY COUNTY i-LJSHEET NO. OF' 7 f IB PRECUT (SAWED) V C BELL -END I" DIA ANCHOR HALF -PIPE CHANNEL RPE PIECES BOLT HOLES FOR FLOW THROUGH VC 'T'BRANCH MANHOLE MAY BE USED (TYPICAL) _ MANHOLE WALL 3 END OF CHANNEL 1/2 PIPE DIA - TROWEL -FINISH FOR TERMINAL --` -- CONCRETE BENCHING MANHOLE -- T. •I INFLUENT MANHOLE FRAME SCOVER SHALL --- _ �_ - SEWrR BE Ni 430 (FRAME WT 2504 - I; -� COVER WT 13O"),AS MANUFACTURED BRICK AND MASS COHC. TD BE POURED MORTAR DAM j I it .• AFTER IS IN RACE BY UMOVED EQUAL S FOUNDRY e MFG CORP, OR STUB - OUT - - VC STOPPER ('`i� BELL -ENO PIECE 1 'I 'MLN �A,,.LSIDES 22V(COVER) -4 MACHINE - --- 2 5 6 ( RAME) * ELEVATION TO MATCH / SgOWN OF EFFIL S EA 90' VC. CUT ELBOW ING SURFACES I /�- rTYPICAL BENCHING _ - - -------------- CONCRETE BASE �/ (.____._.�_.� AS REQUIRED 5 C5 5-1 Pi tP EXTE NO M.N BASE OUT r'� \WIDER DROP CONNECTION- (INTEGRAL POUR) TYPICAL' MANHOLE PLAN STANDARD DROP CONNECTION STANDARD MANHOLE FRAME 81 COVER COUPLING ADAPTER WITH MANHOLE FRAME B COVER DEDIN MORTAR i V. 6' Mw 3'-0'MAX PER SPECIFICATION$ 4' 0' RUBBER GASKET FOR DRY JUTE CAULKING WITH JC -60 JOINT COMPOUND PRECAST MANHOLE OR SEAL W/'EMBECO'GROUT WALL OR APPROVED EQUAL MANHOLE V PIPE SET COVERS FLUSH IN PAVED AREAS 0 AT ELEVATIONS SHOWN IN UNPAVED AREAS _y I' MAX TO FIRST JOINT SPECIAL DETAIL MANHOLE FRAf 2 COURSES OF BRICK (MIN) FOR PVC. PI PE CON NECTION- sI COVERS FLI 44 COUP ) . AM TIO SH PRECAST MANHOLE PIPE CONNECTION cn 2, 0. ¢ 1/2'CEMENT PLASTER i INSIDE AND OUTSIDE, \ M MIN. INSIDE WALL. OUTSIDE WALL PLUS BITUMASTIC \ COATINGS PER 1 --- d SPECIFICATIONS �+ PRE-PRIMEDBRICK SEE JOINT DETAIL m JOINT SURFACES (TYPICAL) `t PRE - PRIMER JPINT SURFACE PRE -MOLDED PLASTIC -JOINT SEALER WITH o PROTECTIVE WRAPPER O. CONCRETE FILL BENCHING v,l - ( WRAPPER TO BE REMOVED)B' I 4'_0' 01 M GROOVE TO BE FORMED WITH, - ' _ Ile 9.�EEZE. QVC MIN AN ACCURATE BELL -RING FORM)COMPLETED JOINT- 4 CONCRETE FILL 12• SEAL WITH COAL TAR MASTIC �~ pBD - I'}-`-, WITH SQUEEZE -DVT I WE F, - T BENCMNG TRO .L 6 WIT APPR V 'DE N 10' OR 0 ED -i i._�.I EQUAL, OR JOIN SAME AS _MIN I FINISH i DETAIL FOR RISER SECTION I Y �•_ I m= Mi COMPACTED GRAVEL OR ss 4 -- I S'4 BARS 9'0C �I -- �r CRUSHED STONE EACHRWQ 9'OC ' -� u --- ... _ ..-'-- -----AY EACH WAY M' SOIJARE CAST _•IN- PLACE I ROUND PRECAST - CONC _BASF. _ y +--_- CONC BASE4 I INTEGRAL WITH BOTTOM RING PRECAST CONC MANHOLE ALTERNATE- PRECAST_ MANHOLE -TOPS I APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATE 2 APPROVED FLAT SLAB TOP IIA, BE USED AS AN ALTERNATE (6 -MIN THICKNESS) 3 TWO COURSES OF ADJUSTMENT BRICK (MIN I, WITH FOUR COURSES (MAX I SHALL BE REQUIRED BETWEEN ALL PRECAST MANHOLE TOPS AND COVER FRAMES SQUARE CONC BASE )CAST IN PLACE) ---�.. JOINT DETAIL PRECAST SECTIONS BRICK MANHOLE STANDARD MANHOLE DETAILS MANHOLE NOTES - I MANHOLES SHOWN ARE FOR SEWER SIZE B`THRU 21" FOR LARGER SEWER SIZES,SPECIALLY DESIGNED MANHOLES SHALL BE PROVIDED 2 SEAL ALL PIPE OPENINGS IN PRECAST MANHOLE WITH"EMBECO' GROUT OR APPROVEO EQUAL 3 DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MOPE ASOVF THE INVERT OF THE MANHOLE 4 DROP PIPE AND FITTINGS SHALL BE EQUAL IN SIZE TO THE INFLUENT SEWER - 5 CONNECTION PIPES TO MANHOLES HAVE BEEN DETAILED AS VITRIFIED CLAY PIPE AND SHALL BE MODIFIED AS REQUIRED FOR OTHER APPROVED MATERIAL - /G 0 �PN� Iz• ; UZ� / �I ==� SANITARY =-- 0 F� OR I'D RAISED IIr2 LETTERS FLUSH WITH TOP OF COVER 1- NON PFNFTRATIIJG AOTE ALL WATER LINES WILL BEAR NSF t LOGO FOR POTABLE WATER USE OFFSET �(AS REQUIRED) LFJpSURBED 901E (TYPI AREA FOR DEGREE OF BEND11 'TRENCH EDGE OF I WIDTH CROSSCUT CONIC THRUST - SLDCK(TYP) � NI ICK HOLES �; -UNDISTURBED MAX MATERIAL ITYR)-. _,-- THRUST ', • „ FITTING - � - Y IB THRUST BLOCK AREA (50 FTI MIN M 4R +� ONCR T W000 FOR BJ D cc Eg g BEHIND BELL SHALL / THRUST BLOCK NOT INTERFERE 1 WITH JOINT (TYPI -.I EDGE OF TRENCH PLAN HAND PLACED J_-�.^-1 SELECTED 6ACKFRL 112. MAK -� MAX 1, 12' IN BI 6 AND PLACIED IN LIFTS / NOT EKCEEDINGASIX (6L) INCHES IN THICKNESS Be/2 i STANDARD BEDDING DETAIL MIN- NO REAL '-TRENCH ISO Tom, FOR PVC GRAVITY SEWER PIPE I ALL BEDDING IN COMPLIANCE WITH BEDOI NG AND BACKFILL COMPACTION (A.S.TM. 02321-74) DENSITY TO 95% MODIFIED PROCTOR NOTE NOAMALLY CLEAN BACKFILL SMALL BE USED AS A 6' MIN BEDDING FOR PIPE A A S NO T-160 (A S TM 0-15571 HOWEVER, WHERE UNSTABLE TRENCH BOTTOM CONDITIONS ARE ENCOUNTERED, R AS DETERMINED BYTHEINSPECTING ENGINEER ASUFFICIENT DEPTHOF THE UNSTABLE SOIL SMALL BE REMOVED ANDREPLACED WITH 1/4% 3/4"CRUSHED JED AREA$AT STONE, GRAVEL (U S C S SOIL CLASSIFICATION - CLASS 11, OR CRUSHED SHELL )PAVED AREAS - TO THE SPRING LINE OF THE FI►E TO STABILIZE THE PIPE BEDDING WHEN DRY UNSUITABLE MATERIAL (I E HARDPAN IIS ENCOUNTERED AT THE TRENCH BOTTOM, GRADED SANDS MAY BE USED FOR MPE BEDDING S' MIN(W/2) • Z' SURFACE JOINT MONOLITHIC SLAB SURFACE REPLACEMENT Z REPLACEMENT EXIST ASPHALTIC CONC.PAVEMENT 6a6-6/6WWF S CONC SURFACE " m a I�- 2 - S I' 6• EPLACEMENT EXIST CONIC W BASE MATERIAL, NOTE TRENCH WIDTH PAVEMENT (MIN) H OR ALTERNATE '� pl Itot CONSISTING (w)• PIPE DIAMETER • 2' TRENCH WALL OF AN (MIN)THICK (nl 2000 PSI CONCRETE x UTILITY PIPE SLAB TO SAME WIDTH,W REINFORCED WITH 6K6 -6/6W WWF PORTLAND CEMENT f CONCRETE SURFACE ASPHALTIC CONCRETE SURFACE t STANDARD ROADWAY OPEN CUT DETAIL (PAYMENT LIMITS DETAIL; COMPAC`EC BACKF'L'. OR OTHER FINISH I Bd 6' 6 -6/6 W W F� r-SCREEDEO 'DOWNSTREAM' AS RE76 _ ISE NOTE '.1 (SEE NOTE _- A R BO FINISH - 'Y•BRANCH WITH 6 SPUR JJ - iu'i y 6 -MIN- ti.:._.,- H BE REMOVED ID COMP4CTE0 BAC KF'II z f 3O'CUPVE� REMOVABLE STOPPERS =•-N, COMPAC TEO `•� SET IN JOINT COMPOUND Z'a"CN V.. COMPACTED BACKFILL SE,EC' MATERIAL• Bc 1 ,I MIN r BRACING - _ �.hwi TI BC/4 (6'MIN L I . - iiilJl %%I-- COMPACTED BACKFILL- t.,`6'-`�'j �Y'BP ANCH WITH "a<I _ i -COMPACTED SELECT T— ~ AS SPECIFIED FOR � ,2 MIN 7, _ i 6'$PUP / J _ // BB Q. '+"-�� M4TERIAL ZPIPE ,,(/ 'i Y�' L' BEDDING TYPE rSERVICE -LATERAL 4r a 1-,- �. !2jBELL I -COMPACTED GRANULAR L-Be/414"MINI PIPE BELL` 16'-30'CURVE' HZJi L.. BE ODING MATERIAL SHEETING PIPE BELL�;i yQNCRE_TE- "�\' CONCRE�� ' -PFMCVABLE STOPPER - / _ LOT UNE � " SET IN .)DINT COMPOUND F � ! � E" w + � �- Bc/2 �% //,' 0c/2 UNDISTURBED SOK. ---"Ti'T Bc/4(4'MIN) SEWER MAIN ,. 6'F 4DGUS LE Y" -SEE NOTE 21 BU4(4 MIN)• _ __ SIZE VARfS BRANCH, OR 'z 06 Be ,1 ., �UNOISTURSEO SOIL J AI.T E RNATE,2-45'a 4' (TOTAL)`- Bc/416'MINI -/ I COMPACTED GRANULAP BEDDING MATERIAL dd P L A N SINGLE 'Y' 5RANCHES-J I ISEE .NOTE I I ¢ NORMAL TRENCH I GRANULAR BEDDING I ,C'OHC�j, iL-„. A R .ARCH ENCASEMENT PROTECTIVE CONCRETE SLAB SHEETED TRENCH FINISHED GRADE AT PIL - FINISHED GRADE AT P `--_.- r�X��Ksr - L-- CLASS IB" BEDDING -NORMAL CONDITIONS ASS "A" BEDDING - SPECIAL CONDITIONS SPECIAL DETAIL i I, -TERMINAL RED FO 'H As PIPE BEDDING AND TRENCHING DETAILS REQUIRED cOR'HOUSE' SERVICE(3' MINIMUM)-(TYPI BEDDING F" TRENCHING NOTES I= - I Be PIPE 0 D Bd TRENCH WIDTH AT TOP Of PIPE l MAX Bd • Be. 24 ��_ MIN Bd MAX DIM OF BELL+6"(UNSHEETED TRENCH) MAX DIM OF BELL+IZ' (SHEETED ` la HI 2 DEPTH FOR REMOVAL OF UNSUITABLE ROTATE 301 -S LOPE -SLOPE TO TERMINAL DEPTH - AREA'FOR TEE MATERIA) SHALL BE AS REO'D TO REACH (TYPI It_ _ AT 001/. MIN )TYP) SUITABLE FOUNDATION, FOR NQN-CUSHIONING MAIN - - MATERIAL, DEPTH SHALL BE 6 BELOW BOTTOM OF UTILITY ._' CONNECTIONS UBLE-HOUSE.- CONNFCTIONS SINGLE "H2U f ` .•.. EDGE OF r .. TRENCH P R F I L F (TYP) \ - SERVICE CONNECTIONS DETAILS `AREA FOR PLUG -AREA FOR PLUG CROSS WITH PLUG TEE WITH LUG SERVICE CONNECTION NOTES _-_-__._-_._..__.______ FOR I SERVICE CONNECTION DETAILS ARE BASED ON vITP,FIED AREA FOR TEE - I� DEGREE OF BEND " CLAY PIPE AND FITTING$, MOCIIFY FOR OTHER APPPOvED CONIC THaUST TBLOCK (TYPI TYPE OF PIPE Q,=�>pMX•a']Mv UNDISTURBED i 2 PIPE S'ZE FOR MORE THAN TWO CONNEC'IONS SHAL,. BE w- - 4-"F - -. -MATERIAL'-- 11 tln SPECIFICALLY DESIGNED FOR THE NUMRFR OF SERVICES ••1 y'- IT YPI' - WOOD FORM BOARD SCHEDULE FOR THRUST BLOCK AREAS. MANHOLE STRUCTURAL DATA WALL THICKNESS .FOR BRICK MANHOLE BOTTOM SLAB THICKNESS MANHOLE DEPTH IN FEET WALL THICKNESS - IN INCHES BETWEEN DEPTHS SHOWN) THICKNESS IN INCHES BETWEEN DEPTHS SHOWN 104' TEE B BEND PLUG (SOFT) (SO FT I' I B' ----Lo-,0 10' TO 15' - 12• 10• IS' TO 20 16" T_ _ 14' BELOW 20' 1AS APPROVED AS APPROVED COMPAC`EC BACKF'L'. OR OTHER FINISH I Bd 6' 6 -6/6 W W F� r-SCREEDEO 'DOWNSTREAM' AS RE76 _ ISE NOTE '.1 (SEE NOTE _- A R BO FINISH - 'Y•BRANCH WITH 6 SPUR JJ - iu'i y 6 -MIN- ti.:._.,- H BE REMOVED ID COMP4CTE0 BAC KF'II z f 3O'CUPVE� REMOVABLE STOPPERS =•-N, COMPAC TEO `•� SET IN JOINT COMPOUND Z'a"CN V.. COMPACTED BACKFILL SE,EC' MATERIAL• Bc 1 ,I MIN r BRACING - _ �.hwi TI BC/4 (6'MIN L I . - iiilJl %%I-- COMPACTED BACKFILL- t.,`6'-`�'j �Y'BP ANCH WITH "a<I _ i -COMPACTED SELECT T— ~ AS SPECIFIED FOR � ,2 MIN 7, _ i 6'$PUP / J _ // BB Q. '+"-�� M4TERIAL ZPIPE ,,(/ 'i Y�' L' BEDDING TYPE rSERVICE -LATERAL 4r a 1-,- �. !2jBELL I -COMPACTED GRANULAR L-Be/414"MINI PIPE BELL` 16'-30'CURVE' HZJi L.. BE ODING MATERIAL SHEETING PIPE BELL�;i yQNCRE_TE- "�\' CONCRE�� ' -PFMCVABLE STOPPER - / _ LOT UNE � " SET IN .)DINT COMPOUND F � ! � E" w + � �- Bc/2 �% //,' 0c/2 UNDISTURBED SOK. ---"Ti'T Bc/4(4'MIN) SEWER MAIN ,. 6'F 4DGUS LE Y" -SEE NOTE 21 BU4(4 MIN)• _ __ SIZE VARfS BRANCH, OR 'z 06 Be ,1 ., �UNOISTURSEO SOIL J AI.T E RNATE,2-45'a 4' (TOTAL)`- Bc/416'MINI -/ I COMPACTED GRANULAP BEDDING MATERIAL dd P L A N SINGLE 'Y' 5RANCHES-J I ISEE .NOTE I I ¢ NORMAL TRENCH I GRANULAR BEDDING I ,C'OHC�j, iL-„. A R .ARCH ENCASEMENT PROTECTIVE CONCRETE SLAB SHEETED TRENCH FINISHED GRADE AT PIL - FINISHED GRADE AT P `--_.- r�X��Ksr - L-- CLASS IB" BEDDING -NORMAL CONDITIONS ASS "A" BEDDING - SPECIAL CONDITIONS SPECIAL DETAIL i I, -TERMINAL RED FO 'H As PIPE BEDDING AND TRENCHING DETAILS REQUIRED cOR'HOUSE' SERVICE(3' MINIMUM)-(TYPI BEDDING F" TRENCHING NOTES I= - I Be PIPE 0 D Bd TRENCH WIDTH AT TOP Of PIPE l MAX Bd • Be. 24 ��_ MIN Bd MAX DIM OF BELL+6"(UNSHEETED TRENCH) MAX DIM OF BELL+IZ' (SHEETED ` la HI 2 DEPTH FOR REMOVAL OF UNSUITABLE ROTATE 301 -S LOPE -SLOPE TO TERMINAL DEPTH - AREA'FOR TEE MATERIA) SHALL BE AS REO'D TO REACH (TYPI It_ _ AT 001/. MIN )TYP) SUITABLE FOUNDATION, FOR NQN-CUSHIONING MAIN - - MATERIAL, DEPTH SHALL BE 6 BELOW BOTTOM OF UTILITY ._' CONNECTIONS UBLE-HOUSE.- CONNFCTIONS SINGLE "H2U f ` .•.. EDGE OF r .. TRENCH P R F I L F (TYP) \ - SERVICE CONNECTIONS DETAILS `AREA FOR PLUG -AREA FOR PLUG CROSS WITH PLUG TEE WITH LUG SERVICE CONNECTION NOTES _-_-__._-_._..__.______ FOR I SERVICE CONNECTION DETAILS ARE BASED ON vITP,FIED AREA FOR TEE - I� DEGREE OF BEND " CLAY PIPE AND FITTING$, MOCIIFY FOR OTHER APPPOvED CONIC THaUST TBLOCK (TYPI TYPE OF PIPE Q,=�>pMX•a']Mv UNDISTURBED i 2 PIPE S'ZE FOR MORE THAN TWO CONNEC'IONS SHAL,. BE w- - 4-"F - -. -MATERIAL'-- 11 tln SPECIFICALLY DESIGNED FOR THE NUMRFR OF SERVICES ••1 y'- IT YPI' - WOOD FORM BOARD SCHEDULE FOR THRUST BLOCK AREAS. PIPE SIZE U NCHE51 90' 45. 2242' L))4• -TEE B BEND -BEND BEND BEND I PWG 150 FT) ISO FTI (SU FTI (SOFT' (SOFT) DESIGN PRESS IPS, II PIPE SIZE (INCHES) I 45' 221/2' BEND BEND ISO FT (90 FT) 104' TEE B BEND PLUG (SOFT) (SO FT I' I I HOSE NOZZLES HYDRANT OP NUT 2 OPPp5E0--� I I I I 1 I I REQUIRED FOR MORE THAN 4 DEPTH _r ,'�'�c - `4 PARI FINISHED GRADE COMPACTED- 7 0 THRUST BLOCK AREAS COMPUTED ON BASIS OF LBS PEP SO F' SOIL. RESISTANCE BEARING 2yw MIN, SEE NOTE : 3 SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT IF REQUIRED .FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL REMOVAL WHERE DRIVEN BELOW PIPE INVERT,. SHEETING SHALL BE CUT OFF A MIN OF 12" ABOVE TOP OF PIPE, OR HIGHER AS AUTHORIZED BY THE ENGINEER, AND LEFT IN PLACE IN NO CASE SHALL SHEETING EFT IN PLACE EXTEND HIGHER THAN 30' BELOWSURFACE GRADE UNLESS SPECIFICALLY APPROVED BRACING SHALL BE PROVIDED AS REQUIRED BEHIND BELL SHAL NOT INTERFERE F TRENCH (TYPI WITH JOINT (TYPI LL EDGE 0 SET TOP OF VALVE BOX TEE BENDS THRUST 8 L 0 C K NOTES D'. -a', 6• Ir TO FINISHED GRADE r �ONC COLLAR AREA FOP 05' BE NC' AREA FOP TEE THR,)ST BLOCK SEAP'NG AREAS SHALL BE POUREC. ACA NST r .JNDIST'JPBED MATERIAL WHERE TRENCH WALL HAS BEEN EXTENSION 5TF,M *"H . .Ymr ,� ")ISTJRSEC,EKCAVATF ALL ,005E MATER14I ANC E! 'END '0 2'50 NPENCH NUT -14 * is JNDISTUR6ED MATERIA, - r" :LLAR._ _ '' ARLA FOP PLJG AND ,RFO)PPEGUIDE - �.. T - I, F TH .?F c ♦•'NL. 11:,' BC)AR:I THAN4 FOR MORE ?T...(.e rF-sQ'Rrc:+s`._..,.�q Y ._ 1..]L-- ,r rH4N 4 DF PTH r 3 � �-- Jl -,. �-.� JJIL-��.,,., -w000 BLOCKING • E.7ENG HRUST BL ,4K FULL .ENG S i "4 HAP', i'YP N FR:)NT OF PLJG BEFORE POURIN" .ON' --FF TE �,',N•,.i SHAL.- . _ ALI AHQVND `� aii, V NOT 6E _OVERED Br THRUST 8LJ.K b(JH K SAI. NGT `AUJUSTABI E k.)V �,H Bt O..K NG FORM` SHALL RE JSED A,. JNG S.UfS 'F RES' ON vA,VE. ~ /RIVE 80• - 'HF,, ST BL;?i•S FS QR PIPE __. _ 1- -..•.., WYE_ TEE WITH END PLUG „a E z AS PE:.;HE:`! 4 •HRoS* BL:Ir KS Ha,.. HE .•IFC N _iMBINAh-0N. 4S RE Qu'RE C. vALrF. 'TYPE Y -J �'' ,., - .... APIA. F'IP ;NO S'.IFT FIF Si?'L SUIT THE SC•F -.'.F • TT'�NG 4RRAN(iEMF N' AS SPpCiF'. F. OI- -._j ..�-, •rP _ al •F RNA `E 11 5 ,Nk_ -E 6TR41NING SYSTEMS SHAL.,. HE SE wA6E �c.Av::/j-V t •PE NCHr `T ELI, -f _:F :IU )v'DEC MHp �E--:'ANOARf' -HRUST BLOCKNG 5 NOf p ,TAB,t _ I ! + 4A�Y• F_i K 'Y _, LP.; ,,. :.N:. JR - , :.'v�.F 0F.AR'N6 S FS, .IAN 2000 PSI X-)( 4 1HA 9E PRE ;S =RE REa•E' )':.j ..P •• - •!I^.-•. .a nuf"SF RVA' apt p, DETAIL -VALVE 91 vA-vE BCx V ;R(SS WIT a TWO E0'—jC` TvP"A 5F'._- y T ST BLOCK DE TA LS SANITARY SEVER DETAILS DATE REVISIONS SCHEDULE FOR THRUST BLOCK AREAS PIPE SIZE (INCHES) 190' BEND (SOFT) 45' 221/2' BEND BEND ISO FT (90 FT) 104' TEE B BEND PLUG (SOFT) (SO FT I' DESIGN PRESS IPS I) SET TOP OF VALVE BOX rTO FINISHED GRADE...! HOSE NOZZLES HYDRANT OP NUT 2 OPPp5E0--� EXTENSION STEM WITH ! \ \ �-PUMPER NOZZLE / Y SO WRENCH NUT AND UPPER GUIDE .3'CLEAR '� / FACING STREET REQUIRED FOR MORE THAN 4 DEPTH _r ,'�'�c - `4 PARI FINISHED GRADE COMPACTED- 7 •+ - ALL AROUN015 R !w BACKFILL a3 aEOb BOX SHALL NOT--AOJUSTAOLE REST ON VALVE 1 .VALVE BOX 1 L��'^--3�5'L'EAfj.+' c -' • .., PIPE '� i- VALVE BOX OR -••_ --- __ 4 DRAINS-.. -NJ VALVE VALVE (TYPE`r'12' SPOOL PIECE AS SPECIFIED) -- - --MJ HYDRANT UNDISTURBED aw P' •.� TEE yT_F - THRUST BLOCK AREAS COMPUTED ON BASIS Of LBS PER SO FT SOIL RESISTANCE BEARING f2,a00 MW - SCC NOTE S SOIL -_ (TYPICAL) rL k - j WATER �~ MAIN TYPICAL SECTION BENDS ; 5'LMINI 1 (W1• a SURFACE JOINT Y /2 a MON.SLAB I L^�• � .a.., �� r_WATER OLITHIC SURFACE EXISTING ASPHALTIC. MAIN REPLACEMENT REPLACEMENT�TIE RODS EACH SIDE -AREA FOR TEE AREA 'FDR 4S' BEND CONC PAVEMENT y 8'8•� Wwh �' I CONIC SURFACE _ B CU FT Of GRAVEL OR SHALL BE ASALVE 11 CRU �% '-CONCRETE SUPPORT pR ASNE SUMP NE FOR SPECIFIED IN • 1•./, /.! / (AREA FOR PLUG T (P) SPECIAL DETAIL KI EXIST CONC. it ----REPLACEMENT (W) 1'--_ r-6•. BASEMATEPIAL, ' ) TRENc WIOT QR ALrttaNATE °' DETAIL— VALVE 8 VALVE BOX TYPICAL HYDRANT DETAIL PAVEMENT -� )MIN _._..___ 1., METHOD ,,.rCON 51S'EING w TRENCH WALL'"' OF AN E (MIN)THICK PSI CONCRETE 2000 S I1 W 'ASLAB TO SAME WIDTH ' UTILITY PPE .REINFORCED WITH. - .6F6 -6/6 WWF rn _ - - B� (SEE NOTE IT' --I ., .. - t'1r-- r- -(SEE NOTE I)'"'�" - L COMPACTED BACKFILL PORTLAND CEMENT a r TEE WYE - L CONCRETE SURFACE' ASPHALTIC CONCRETE SURFACE 3� N G COMPACTED - - _ uW SELECT MATERIALS r-8c� NOTE TRENCH WIDTH (W) -PIPE OfAMETER.Z' Z> a COMPACTED BACKFILL i AREA FOR TEE W c_ _ '.Bc/4 l6' MIN ) STANDARD ROADWAY 'OPEN CUT' DETAIL F<a f r III •,z�- I ( PAYMENT 'LIMITS DETAIL) w-_...�_.. .. COMPACTED SELECT NS WOOD BLOCKING (TYP)� .,' J N, z ,� BC MATERIAL �- • Be /4 (4' MIN 1 u z IXI ~~ .COMPACTED GRANULAR EDGE OF v CONCRETE`q-' 1' 1 CONCRETE TRENCH - ___ ..{-.• -- THRUST BLOCK NOTES H•W.J. �- r� �.�, BEDDING MATERIAL T._ �. (TYP) _ _ I —:-� - w¢W PIPE.BELt� BC/2 .'t T •----Bc/2 3 AREA FOR - >~ " ; „-- - I.' THRUST: BLOCK BEARING AREAS SHALL BE POURED AGAINST - - Bc/4 (4 -MIN h"' Bc/U B MIN.) PLUG ' UNDISTURBED MATERIAL WHERE TRENCH WALL HAS BEEN. UNDISTURBED � I � \ UNDISTURBED SOIL (SEE NOTE 2) AREA F PLUG . DISTURBED, EXCAVATE ALL LOOSE. MATERIAL' .ANC' EXTEND SOIL' . `.'.Bc/4 (6'MIN 1. - � PIPE �--COMPACTED GRANULAR TO 'UNDISTURBED MATERIAL '(TOTAL)•- < BELL' REDOING MATERIAL .. H G � CONCRETE ARCH ENCASEMENT TEE W T PLL) CONCRETE RA co caE E N C OLE 7 F FITTINGS. PUT CO C E E N H UG E o ' PL ' THRUST BLOCK FULL L -'1 f, - -_-� 2.� EXTEND U$ 0 �NORMAL�'TRENCH,�y@J�LLAR BEDDING _�. NT OF PLUG BEFORE POURING - - - AREA FOR - - BOARD 1N FRO , AREA FOR TEE PLUG )OINTS. SHALL .NOT. BE COVERED- BY THRUST BLOCK / �7 - 3 ROUGH BLOCKING :FORMS SHALL BE. USED ALONG SIDES CLASS °B" BEDDING'— NORMAL CONDITIONS - CLASS °A" BEDDING— SPECIAL CONDITIONS OF THRUST BLOCKS. - -4. THRUST BLOCKS SHALL BE USED IN COMBINATION,` AS COMPACTED BACKFILL OR'' - - A R F OTHER FINISH � AREA FOR .' REQUIRED TO SUIT THE SPECIFIC FITTING I AREA :FOR RUG - ' PLUG �.. '6K6-6/5 WWF 1. BEDDING B TRENCHING NOTES 5... ALTERNATE DESIGNED RESTRAINING SYSTEMS'SHALL BE SCREENED I fINISH L ac.TJtco3' PROVIDED WHERE STANDARD THRUST BLOCKING IS HOT �! •,' - jjUITABLE I AND/OR 'SOIL RESISTANCE BEARING IS LESS THAN - I Be PIPE O.D ry., 2A00 PS AS REQUIRED-+ 4'_..___•T_� z T Bd TRENCH WIDTH AT TOP OF PIPE 6 ALL WOOD -BLOCKING SHALL BE PRESSURE TREATED WITH '6• MIN --- T "- '� I o SCUT EM O' MAX Sd• MAXSC.24' PRESERVATIVE - ';1 p( BE REMOVED MIN Bd• MADIM OF BELL -9- (UNSHEETED TRENCH) MIN, ;jBRACINO MAX DIM OF BEIL•1T (SHEETED TRENCH) TEE WITH END PLUG CROSS WITH PLUG CROSS WITH TWO PLUGS 2 DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL COMPACTED BACKFILL r`,r BE AS REO'D TO REACH SUITABLE FOUNDATION FOR A SPECIFIED FOR S S ECI ED - - ' N MATERIAL. DEPTH HA BE -6' THRUST B LOCK DETAILS - SERVICE- CONNECTION NOTES BEDDING TYPE '.}' IZ MI NON -CUSHIONING E AL, DEP SHALL ..,_may BELOW BOTTOM OF UTILITY PIPE 'SERVICE CLAMPS (DOUBLE STRAP) SHALL BE USE -0 PIPE BE 11L-^' ,'\'\, 3 SHEETING SHALL BE DRIVEN BELOW THE UTILITY FOR ALL WATER MAIN CONNECTIONS OTHER THAN DUCTILE IRON -SHEETING INVERT IF REQUIRED FOR LATERAL SUPPORT OR -�-� UNSUITABLE MATERIAL REMOVAL WHERE DRIVEN 2 CURB STOPS SHALL BE PLACED AT R/ IN LINE AND PLUGGED / t BELOW PIPE INVERT, SHEETING SHALL- BE CUT -WATER MAIN �4q WITH TERMINAL DEPTH OF ,15'. BELOW FINISH GRADE r7 ^•s-. "^72: TH1 OFF A MINIMUM OF 12' ABOVE TOP OF PIPE, 1•`/l, 3 METER SHALL BE INSTALLED IN TME R/W AT THE PROPERTY :UI OR HIGHER AS AUTHORIZED BY THE ENGINEER, '\ 3/4„ AND LEFT IN PLACE IN NO CASE SHALL SHEETING - `�� LINE IF SIDEWALKS ARE PLANNED, APPROPRIATE METER: BOX WILL. . BE SUPPLIED AND INSTALLED BY THE COUNTY ,,_-,_.. Bid LEFT IN PLACE EXTEND HIGHER THAN AP BELOW 3/ 4. )SEE NOTEI1 EFT GRADE UNLESS SPECIFICALLY APPROVED .JI STOP - Pq p7ECTIV E' CONCRETE SLAB. SHEETED. TRENCH BRACING SHALL BE PROVIDED AS REQUIRED , / 13/4 -CORP �VL �- _._.__. .- .—r._._-�_.♦ STOP W/ 5ERVIC,E CLAMP AS READ .SPECIAL DETAIL • /ZTER INSTALLATION 8 BOXBY - TY PIPE BEDDING AND TRENCHING DETAILS SINGLE METER SETTING . TYPICAL SERVICE CONNECTION DETAILS SER I//GE COQ ugC7*10XIS TO BE _. COf'P�R W/TH aOO5ENEGK AT ME TER BOX CATER DETAILS FINISH GRADE . �" 2" CAP, a 2""G.S. PIPE' 21 E7o4 Eu I 2�"45'ELL METER 60X V2" GATE VALVE 2"EGS. PIPE 2"BGLS.PIIPE FROM MAIN BLOWOFF VALVE DETAIL • IFFVISFD BY CHECKED BY SHEET NO !2,0F . J p$ REOD__�s_AS REO'D 18'a Is'. 6' CONC COLLAR SET TOP OF VALVE BOX rTO FINISHED GRADE...! HOSE NOZZLES HYDRANT OP NUT 2 OPPp5E0--� EXTENSION STEM WITH ! \ \ �-PUMPER NOZZLE / Y SO WRENCH NUT AND UPPER GUIDE .3'CLEAR '� / FACING STREET REQUIRED FOR MORE THAN 4 DEPTH _r ,'�'�c - `4 PARI FINISHED GRADE COMPACTED- 7 •+ - ALL AROUN015 R !w BACKFILL a3 aEOb BOX SHALL NOT--AOJUSTAOLE REST ON VALVE 1 .VALVE BOX I'� _ lu •^ L��'^--3�5'L'EAfj.+' c -' • .., PIPE '� i- VALVE BOX OR -••_ --- __ 4 DRAINS-.. -NJ VALVE VALVE (TYPE`r'12' SPOOL PIECE AS SPECIFIED) -- - --MJ HYDRANT UNDISTURBED aw P' •.� TEE SOIL -_ (TYPICAL) rL k - j WATER �~ MAIN TYPICAL SECTION BENDS ; 5'LMINI 1 (W1• a SURFACE JOINT Y /2 a MON.SLAB I L^�• � .a.., �� r_WATER OLITHIC SURFACE EXISTING ASPHALTIC. MAIN REPLACEMENT REPLACEMENT�TIE RODS EACH SIDE -AREA FOR TEE AREA 'FDR 4S' BEND CONC PAVEMENT y 8'8•� Wwh �' I CONIC SURFACE _ B CU FT Of GRAVEL OR SHALL BE ASALVE 11 CRU �% '-CONCRETE SUPPORT pR ASNE SUMP NE FOR SPECIFIED IN • 1•./, /.! / (AREA FOR PLUG T (P) SPECIAL DETAIL KI EXIST CONC. it ----REPLACEMENT (W) 1'--_ r-6•. BASEMATEPIAL, ' ) TRENc WIOT QR ALrttaNATE °' DETAIL— VALVE 8 VALVE BOX TYPICAL HYDRANT DETAIL PAVEMENT -� )MIN _._..___ 1., METHOD ,,.rCON 51S'EING w TRENCH WALL'"' OF AN E (MIN)THICK PSI CONCRETE 2000 S I1 W 'ASLAB TO SAME WIDTH ' UTILITY PPE .REINFORCED WITH. - .6F6 -6/6 WWF rn _ - - B� (SEE NOTE IT' --I ., .. - t'1r-- r- -(SEE NOTE I)'"'�" - L COMPACTED BACKFILL PORTLAND CEMENT a r TEE WYE - L CONCRETE SURFACE' ASPHALTIC CONCRETE SURFACE 3� N G COMPACTED - - _ uW SELECT MATERIALS r-8c� NOTE TRENCH WIDTH (W) -PIPE OfAMETER.Z' Z> a COMPACTED BACKFILL i AREA FOR TEE W c_ _ '.Bc/4 l6' MIN ) STANDARD ROADWAY 'OPEN CUT' DETAIL F<a f r III •,z�- I ( PAYMENT 'LIMITS DETAIL) w-_...�_.. .. COMPACTED SELECT NS WOOD BLOCKING (TYP)� .,' J N, z ,� BC MATERIAL �- • Be /4 (4' MIN 1 u z IXI ~~ .COMPACTED GRANULAR EDGE OF v CONCRETE`q-' 1' 1 CONCRETE TRENCH - ___ ..{-.• -- THRUST BLOCK NOTES H•W.J. �- r� �.�, BEDDING MATERIAL T._ �. (TYP) _ _ I —:-� - w¢W PIPE.BELt� BC/2 .'t T •----Bc/2 3 AREA FOR - >~ " ; „-- - I.' THRUST: BLOCK BEARING AREAS SHALL BE POURED AGAINST - - Bc/4 (4 -MIN h"' Bc/U B MIN.) PLUG ' UNDISTURBED MATERIAL WHERE TRENCH WALL HAS BEEN. UNDISTURBED � I � \ UNDISTURBED SOIL (SEE NOTE 2) AREA F PLUG . DISTURBED, EXCAVATE ALL LOOSE. MATERIAL' .ANC' EXTEND SOIL' . `.'.Bc/4 (6'MIN 1. - � PIPE �--COMPACTED GRANULAR TO 'UNDISTURBED MATERIAL '(TOTAL)•- < BELL' REDOING MATERIAL .. H G � CONCRETE ARCH ENCASEMENT TEE W T PLL) CONCRETE RA co caE E N C OLE 7 F FITTINGS. PUT CO C E E N H UG E o ' PL ' THRUST BLOCK FULL L -'1 f, - -_-� 2.� EXTEND U$ 0 �NORMAL�'TRENCH,�y@J�LLAR BEDDING _�. NT OF PLUG BEFORE POURING - - - AREA FOR - - BOARD 1N FRO , AREA FOR TEE PLUG )OINTS. SHALL .NOT. BE COVERED- BY THRUST BLOCK / �7 - 3 ROUGH BLOCKING :FORMS SHALL BE. USED ALONG SIDES CLASS °B" BEDDING'— NORMAL CONDITIONS - CLASS °A" BEDDING— SPECIAL CONDITIONS OF THRUST BLOCKS. - -4. THRUST BLOCKS SHALL BE USED IN COMBINATION,` AS COMPACTED BACKFILL OR'' - - A R F OTHER FINISH � AREA FOR .' REQUIRED TO SUIT THE SPECIFIC FITTING I AREA :FOR RUG - ' PLUG �.. '6K6-6/5 WWF 1. BEDDING B TRENCHING NOTES 5... ALTERNATE DESIGNED RESTRAINING SYSTEMS'SHALL BE SCREENED I fINISH L ac.TJtco3' PROVIDED WHERE STANDARD THRUST BLOCKING IS HOT �! •,' - jjUITABLE I AND/OR 'SOIL RESISTANCE BEARING IS LESS THAN - I Be PIPE O.D ry., 2A00 PS AS REQUIRED-+ 4'_..___•T_� z T Bd TRENCH WIDTH AT TOP OF PIPE 6 ALL WOOD -BLOCKING SHALL BE PRESSURE TREATED WITH '6• MIN --- T "- '� I o SCUT EM O' MAX Sd• MAXSC.24' PRESERVATIVE - ';1 p( BE REMOVED MIN Bd• MADIM OF BELL -9- (UNSHEETED TRENCH) MIN, ;jBRACINO MAX DIM OF BEIL•1T (SHEETED TRENCH) TEE WITH END PLUG CROSS WITH PLUG CROSS WITH TWO PLUGS 2 DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL COMPACTED BACKFILL r`,r BE AS REO'D TO REACH SUITABLE FOUNDATION FOR A SPECIFIED FOR S S ECI ED - - ' N MATERIAL. DEPTH HA BE -6' THRUST B LOCK DETAILS - SERVICE- CONNECTION NOTES BEDDING TYPE '.}' IZ MI NON -CUSHIONING E AL, DEP SHALL ..,_may BELOW BOTTOM OF UTILITY PIPE 'SERVICE CLAMPS (DOUBLE STRAP) SHALL BE USE -0 PIPE BE 11L-^' ,'\'\, 3 SHEETING SHALL BE DRIVEN BELOW THE UTILITY FOR ALL WATER MAIN CONNECTIONS OTHER THAN DUCTILE IRON -SHEETING INVERT IF REQUIRED FOR LATERAL SUPPORT OR -�-� UNSUITABLE MATERIAL REMOVAL WHERE DRIVEN 2 CURB STOPS SHALL BE PLACED AT R/ IN LINE AND PLUGGED / t BELOW PIPE INVERT, SHEETING SHALL- BE CUT -WATER MAIN �4q WITH TERMINAL DEPTH OF ,15'. BELOW FINISH GRADE r7 ^•s-. "^72: TH1 OFF A MINIMUM OF 12' ABOVE TOP OF PIPE, 1•`/l, 3 METER SHALL BE INSTALLED IN TME R/W AT THE PROPERTY :UI OR HIGHER AS AUTHORIZED BY THE ENGINEER, '\ 3/4„ AND LEFT IN PLACE IN NO CASE SHALL SHEETING - `�� LINE IF SIDEWALKS ARE PLANNED, APPROPRIATE METER: BOX WILL. . BE SUPPLIED AND INSTALLED BY THE COUNTY ,,_-,_.. Bid LEFT IN PLACE EXTEND HIGHER THAN AP BELOW 3/ 4. )SEE NOTEI1 EFT GRADE UNLESS SPECIFICALLY APPROVED .JI STOP - Pq p7ECTIV E' CONCRETE SLAB. SHEETED. TRENCH BRACING SHALL BE PROVIDED AS REQUIRED , / 13/4 -CORP �VL �- _._.__. .- .—r._._-�_.♦ STOP W/ 5ERVIC,E CLAMP AS READ .SPECIAL DETAIL • /ZTER INSTALLATION 8 BOXBY - TY PIPE BEDDING AND TRENCHING DETAILS SINGLE METER SETTING . TYPICAL SERVICE CONNECTION DETAILS SER I//GE COQ ugC7*10XIS TO BE _. COf'P�R W/TH aOO5ENEGK AT ME TER BOX CATER DETAILS FINISH GRADE . �" 2" CAP, a 2""G.S. PIPE' 21 E7o4 Eu I 2�"45'ELL METER 60X V2" GATE VALVE 2"EGS. PIPE 2"BGLS.PIIPE FROM MAIN BLOWOFF VALVE DETAIL • IFFVISFD BY CHECKED BY SHEET NO !2,0F d� ��.. � � . �..—>�* z+r., n•� r,,• r",.,}, «,�. 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